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EP 0 960 266 B1 |
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EUROPEAN PATENT SPECIFICATION |
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Mention of the grant of the patent: |
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03.12.2003 Bulletin 2003/49 |
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Date of filing: 09.09.1997 |
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International application number: |
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PCT/AU9700/587 |
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International publication number: |
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WO 9801/1324 (19.03.1998 Gazette 1998/11) |
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A CABLE BOLT
SEILANKER
BOULON SERRE-CABLE
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Designated Contracting States: |
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AT BE CH DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
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Priority: |
09.09.1996 AU PO220596
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Date of publication of application: |
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01.12.1999 Bulletin 1999/48 |
| (73) |
Proprietor: Quantax Pty. Ltd. |
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Heidelberg, VIC 3084 (AU) |
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Inventor: |
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- HUTCHINS, Warwick, Bernard
Kew, VIC 3101 (AU)
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Representative: Neill, Alastair William et al |
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APPLEYARD LEES
15 Clare Road Halifax, West Yorkshire HX1 2HY Halifax, West Yorkshire HX1 2HY (GB) |
| (56) |
References cited: :
AU-A- 4 558 296 GB-A- 2 309 059 US-A- 4 798 501 US-A- 5 531 545 US-A- 5 647 694
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DE-A- 3 905 128 GB-A- 2 309 060 US-A- 5 525 013 US-A- 5 586 839
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| Note: Within nine months from the publication of the mention of the grant of the European
patent, any person may give notice to the European Patent Office of opposition to
the European patent
granted. Notice of opposition shall be filed in a written reasoned statement. It shall
not be deemed to
have been filed until the opposition fee has been paid. (Art. 99(1) European Patent
Convention).
|
[0001] The present invention relates to cable bolts for use in the mining and construction
industries to support the walls and roofs of underground excavations and openings
and particularly, although not exclusively, to cable bolts for use in coal mining
where the softer excavation material generally requires differing considerations to
those in metalliferous mining.
[0002] In coal mines the cable bolt is normally fixed at the inner end of a hole drilled
in the mine roof by means of a two part quick curing resin. The epoxy resin is inserted
into the hole in separate packaged parts and pushed to the end of the hole by insertion
of the cable bolt which also causes destruction of the packaging and mixing of the
parts. Rotation of the bolt during full insertion ensures proper mixing of the resin
which quickly cures to secure the top of the cable bolt in the hole. In some circumstances
cement grouting is then pumped into the hole to secure the bolt along its entire length,
to the sides of the hole.
[0003] One known form of cable bolt for coal mines is marketed under the name "Flexibolt"™
("Flexibolt" is a registered trade mark of JJP Geotechnical Engineering Pty. Ltd.)
and comprises a number of outer wires or strands wound around a central core of smaller
diameter wires or strands in a helical fashion to form a bar which constitutes the
main part of the cable bolt. The lower end of the bolt, that is, the end external
of the hole in use, has a thread rolled into the surface of the bolt which, because
of the irregular outer surface of the bolt, is a discontinuous thread only occurring
in the outermost surface of each of the outer wires or strands. A nut having a thin
metal plate pressed into one end is adapted to be wound on the thread until initially
the plate bears on the end of the cable bolt and prevents further progress of the
nut. Further rotation of the nut by a standard drive mechanism causes rotation of
the entire cable bolt to thereby mix the two part resin until the resin cures, at
which time the top end of the bolt is firmly anchored and further rotation of the
nut causes the plate to be forced out of the nut and the nut to progress along the
threaded end of the cable bolt. A bearing plate prearranged on the cable bolt and
a conventional barrel and wedge between the bearing plate and nut are therefore forced
upwardly by the further rotation of the nut against the roof of the mine until sufficient
tension is applied to the cable bolt by the rotation of the nut. Whilst the aforementioned
"Flexibolt"™ is used quite extensively there are some features thereof which render
it less than ideal. Most significantly the combination of the nut, barrel and wedge,
does not normally give an anchorage force equivalent to the strength of the cable
bolt, as it would require a disproportionately long barrel and wedge which, apart
from cost considerations would extend downwardly into the mine an unacceptable distance.
Furthermore, it is not possible with the "Flexibolt"™ to provide additional bonding
such as grouting over the remaining length of the bolt as there is no means for getting
the grouting into the hole after the bearing plate and barrel and wedge are in position.
Therefore, the "Flexibolt"™ must rely only on the bonding achieved by the resin which
extends about two meters down from the top of the bolt and consequently full bonding
is difficult to achieve. The nut and rolled thread combination is not capable of developing
more than about 30% of the ultimate tensile strength (UTS) of the cable due to the
noncontinuous thread and therefore the cable bolt cannot be pre-tensioned beyond about
30% of the UTS by rotation of the nut alone.
[0004] There are various disclosures in the patent literature relating to cable bolts for
employment in supporting mine roof structures. US 5 525 013 relates to cable bolts
employing a slightly modified barrel and wedge construction at the terminus of the
cable. A threaded member of the cable bolt comprises a number of apertures each arranged
to receive one of a number of cables comprising a plurality of wires or strands. Tapered
jaws are arranged to be accommodated in the apertures such that the cables are clamped
and fixed relative to the threaded member. The threaded member cooperates with a nut
which bears against a bearing plate against a mine roof.
[0005] DE 3905128 discloses employing a barrel and wedge construction at the terminus of
the cable. US 5531545 employs a variation of a barrel and wedge construction but still
relies on a clamping action to fix the cable relative to a tubular member. GB 2309060
relates to a cable bolt having a rod member coupled to a flexible multi-strand cable.
The coupling can employ a barrel and wedge construction but the connection may alternatively
be made by swaging, adhesives, welding or combinations thereof.
[0006] US4798501 employs lamella which are terminated by a sleeve to which they are attached
by press fitting, heat sealing or welding. GB 2309059 relates to a multi-strand cable
having a head integrally formed on a first end. The head may be cast or forged onto
the first end. A barrel and wedge assembly may also be attached onto the cable.
[0007] The present invention relates to an alternative construction not envisaged by the
aforementioned literature.
[0008] It is an objection of this invention to provide a cable bolt for use in coal mines
which overcomes one or more of the shortcomings of the "Flexbolt"™ or at least provide
a useful alternative.
[0009] Accordingly, one broad form of the invention which may be preferred provides a cable
bolt comprising a plurality of generally closely spaced elongate wires or strands,
said wires or strands having a first end adapted for fitting into a bore hole and
a second end being terminated within a cylindrical sleeve, said cylindrical sleeve
having a threaded external surface to receive a lock nut for tightening against a
bearing plate so as to tension said cable bolt, characterised in that the termination
of said second end of wires or strands comprises a transverse plate having individual
termination holes for each of said wires or strands and wherein said wires or strands
pass through respective individual termination holes and said each wire or strand
has an enlarged head which is larger than the diameter of said respective termination
holes whereby said each wire or strand cannot be withdrawn from said respective individual
termination holes.
[0010] Preferably said wires or strands are separated outwardly from a central longitudinal
axis of the cable bolt at discrete spaced locations along the length of the cable
bolt to provide a "bird cage" at each location.
[0011] In one more specific form of the invention the wires or strands are straight and
parallel to the longitudinal axis between each bird cage and in an alternative form
said wires or strands have a slight helical configuration over the length of the cable
bolt.
[0012] Preferably, coupling means such as a drive nut suitable for engagement with an industry
standard square or hexagonal drive is provided in the lower end of said sleeve for
the purpose of rotating said cable bolt.
[0013] In one more specific form said lock nut has a connection for receiving a grout tube
and said connection provides access to an annular chamber formed within said lock
nut, said annular chamber being against said bearing plate and said bearing plate
having a bore therethrough which is greater in diameter than the outer diameter of
said sleeve whereby said annular chamber is open to a space between said cable bolt
and a wall of a bore hole in the mine roof into which the cable bolt is inserted,
whereby grout is pumped through said grout tube and enters said bore hole in the mine
roof.
[0014] In an alternative more specific form of the invention said grout enters said annular
chamber via said coupling means.
[0015] Preferably, located along the longitudinal axis of said cable bolt is a central elongate
tubular member which may be hollow and which extends over a substantial length of
said cable bolt to act as an air bleed tube when grout is pumped into said bore hole,
said tube extending through said sleeve and coupling means.
[0016] Preferably, a resin seal is provided on said cable bolt at a spaced location from
said first end of said wires or strands to prevent resin, used to bond the first end
of said wires or strands to the wall of the bore hole, from passing downwardly below
said seal, said resin seal comprising a sleeve that fits over said wires or strands
and said elongate tubular member terminating within said resin seal.
[0017] Preferably, spacers are provided at spaced locations around said elongate tubular
member to cause said wires or strands to spread outwardly and form said bird cages.
[0018] Another preferred form of the invention provides a cable bolt for use in an excavation
comprising a plurality of generally closely spaced elongate wires or strands having
a first end adapted for fitting into a bore hole formed in said excavation and a second
end adapted for bearing against the excavation surface wherein the terminal region
of said second end of said wires or strands terminates in a cylindrical sleeve having
a threaded external surface adapted to cooperate with a threaded lock nut for tightening
said cable bolt against said excavation, and wherein said termination of said second
end of said wires or strands comprises a transverse plate in said cylindrical sleeve,
said transverse plate having individual holes for each wire or strand and each wire
or strand passes through a respective termination hole and has an enlarged head which
is larger than the diameter of the termination hole whereby the wire or strand cannot
be withdrawn from the said respective termination holes.
[0019] In order that the invention may be more readily understood reference should be made
to the accompanying drawings wherein;
Figure 1 is a front elevation of a cable bolt according to a first embodiment of the
invention;
Figure 2 is an enlarged view of a portion of the cable bolt shown in Figure 1;
Figure 3 is a front elevation of a cable bolt according to a second embodiment of
the invention;
Figure 4 is an enlarged view of a portion of the cable bolt shown in Figure 3;
Figure 5 is an enlarged view of a portion at the top end of the cable bolt of Figures
1 and 2; and
Figure 6 is an enlarged view of a portion of the top end of an alternative cable bolt.
[0020] The cable bolt 10 consists essentially of a number of wires or strands 11 extending
over the length of the cable bolt and spaced around a central member 12 (Figures 2,
4) which is preferably elongate and tubular. The central member 12 is a hollow metal
or plastics tube in this embodiment but in situations where the cable bolt is not
to be grouted after installation, the central member 12 may merely comprise a further
wire similar to the wires or strands 11 but arranged centrally along the longitudinal
axis of the cable bolt 10.
[0021] In the embodiments of Figures 1 to 5, the strands 11 are essentially straight and
parallel with the central strand 12 except for points along the length of the cable
bolt where the strands are flared outwardly to form a "bird cage". For the purpose
of forming each "bird cage" 13, a spacer 14 in the form of a nut or annular ring (see
FIGURE 5) is provided around the central member 12 and the strands 11 are caused to
bow out over the spacer 14 thus providing the "bird cage" 13. The bird cage 13 exposes
a greater surface area of each of the strands 11 to provide increased bonding for
the resin and additionally for grout, where it is used. Spaced collars 15 at either
side of each "bird cage" clamp the wires back together against the central strand
12.
[0022] The strands 11 are terminated at a first end 44, in use, by a terminal collar 16
which is welded to the strands 11 or alternatively the strands 11 may be merely welded
together at the first end 44.
[0023] A second end (not shown) of the wires or strands 11 enter a cylindrical sleeve 17
in which the second end is terminated. The second end termination of the wires or
strands 11 consists of a transverse plate in the sleeve 17 having individual holes
for each strand 11. Each strand 11 passes through a respective hole and is provided
with an enlarged head in the form of a button end which is larger than the diameter
of each respective hole thereby preventing withdrawal of the strands 11 from the sleeve
17. As shown in FIGURE 1 the sleeve 17 is threaded on its outer surface to receive
lock nut 18 which is shown in more detail in FIGURE 2. The lock nut 18 is tightened
in use against bearing plate 19 to tension the cable bolt 10 to provide the required
tension for supporting the roof of a mine.
[0024] The bearing plate 19 is provided with a "trumpet" 20 which is welded to the bearing
plate 19 and consists of a stepped cylindrical tube adapted to extend a short distance
into the bore hole 21 which is drilled in the mine roof for accommodating the cable
bolt. Collar pipes 22 and 23 extend concentrically from the sleeve 17 by means of
the collar pipe 22 being inserted into the end of the sleeve 17 and the collar pipe
23 being inserted in the end of the collar pipe 22. The purpose of these collar pipes
22 and 23 is to provide stiffening to the lower end of the cable bolt when required.
In an alternative embodiment only a single collar pipe with expanded section is used.
[0025] As is shown in FIGURE 2, the lock nut 18 has a bore 24 in the side of the nut which
extends radially inwardly to an annular chamber 25 provided in the upper end of the
nut 18. The bearing plate 19 has a hole through which the sleeve 17 of the cable bolt
passes and the hole in the bearing plate has clearance around the sleeve. Thus there
is a passage from the annular chamber 25 through the bearing plate 19 and into a space
which exists between the trumpet 20 and the sleeve 17. A grout tube 26 is connected
to the bore 24 by means of a suitable connection. Thus, grouting, which is typically
in the form of "liquid" grout, pumped into the grout tube 26 enters the annular chamber
25 and passes up through the trumpet 20 and into the bore hole 21 accommodating the
cable bolt 10. In another form the grout may enter via coupling means such as a drive
nut 27 which is fixed into the end of the sleeve 17 and is of a size that will be
readily engageable with a industry standard hexagonal or square drive for the purpose
of rotating the cable bolt during insertion into the bore hole. Alternatively a screw
coupler or any other coupling means that is engageable to sleeve 17 may be used.
[0026] A trumpet seal 30 in the form of either foam or an "O" ring is adapted to fit around
the trumpet 20 immediately above either of the stepped sections 28 or 31 for the purpose
of sealing the cable bolt against the side of the bore hole. The trumpet seal 30 assists
in centering the trumpet 20 and sleeve 17 within the bore 21 to prevent damage to
the external thread of sleeve 17 against the surface walls formed by the bore 21.
A further seal in the form of a tapered tubular resin seal 29 is provided over the
strands of the cable bolt at a location spaced about 2 meters from the first end 44
of the wires or strands 11. In the case wherein the central member 12 is a hollow
metal or plastics tube, it terminates at an upper end 45 within the resin seal 29
as is shown in FIGURE 2.
[0027] In the second embodiment shown in Figures 3 and 4, the locking nut 18 is substantially
thinner in width and does not have an annular chamber compared with the embodiment
of Figures 1 and 2, to enable the substantially thinner nut 18 to have the required
strength. For situations where grouting is required, the grout is pumped into grout
tube 26 (Figure 4) which is connected to coupling means such as a drive nut 27 by
suitable connection means and is in communication with a bore 33. As an alternative
to using drive nut 27, a screw coupler or any coupling device that is welded, press-fitted
into sleeve 17 may be used. The screw coupler may be threaded with limited depth so
that when it is screwed onto the lower end of sleeve 17, it will eventually lock so
that further rotation of the coupler will result in rotation of the cable bolt 10.
The bore 33 opens up into an annular cavity 34 surrounding the central member 12 in
the drive nut 27. The drive nut 27 is externally threaded at its upper end and engages
a corresponding internal thread of sleeve 17. The annular cavity 34 extends upwardly
through sleeve 17, locking nut 18, bearing plate 19 into a space 35 between trumpet
20 and collar pipe 23. The grout fills the annular cavity 34 and space 35 until it
is expelled from the top portion 46 of trumpet 20 and fills the bore hole 21. The
trumpet seal 30 prevents any grout flowing downwardly past the seal itself so that
with continued pumping the bore 21 will fill until it reaches the upper end termination
45 of the central member 12 in resin seal 29. During the process, air is bled out
from the bore hole 21 and is forced out down the interior of hollow central member
12 until it is expelled from the lower end 36 thereof. The grout follows downwardly
through the central member 12 so that when it exits the lower end 36 it provides an
indication that the grouting process is complete. A cap 37 may be screwed onto end
36 to prevent any further egress of the grout.
[0028] There may exist a number of cracks or channels in the mine walls or roof that meet
at various openings to the bore hole 21. It is possible that grout being pumped into
the bore hole 21 will fill up these channels with the result that the grout does not
reach the resin seal 29 and enter the central member 12. There will therefore be no
indication of the grout covering a substantial length of the cable bolt 10 up to the
resin seal 29. To overcome this, an option to the user is to have the grout pumped
in a reverse manner, that is, pumping the grout up the central member 12 first and
letting the grout fill up the space between the cable bolt 10 and the walls 32 of
the bore hole 21. To facilitate this, the grout tube 26 is directly connected (not
shown) to a lower part of central member 12 so that it is in communication with the
central member 12. Grout, which in this application is typically thixotropic, is then
pumped into the central member 12 until it fills whereupon further pumping forces
grout to flow out of the upper end 45 of central member 12 in resin seal 29 and then
substantially fills up the bore hole 21. The seal 30 and/or an additional seal 38
prevent the grout from exuding outwardly of the hole 21 past the bearing plate 19.
The air originally existing in the bore hole 21 is expelled through the channels or
cracks if they exist.
[0029] In use, the cable bolt is installed in the roof of a mine by firstly drilling a stepped
bore hole 21 in the mine roof to the required length. Next, a two part resin adhesive
in separate plastic packs 39, 40 and 41 is placed in the hole and is pushed upwardly
to the top of the hole by insertion of the cable bolt 10. When the resin has reached
the inner end 42 of the hole further insertion of the cable bolt fractures the packaging
and the two parts of the resin are allowed to mix. Rotation of the cable bolt 10 by
means of applying driving dolly 43 to the drive nut 27 causes further mixing of the
resin which extends from the first end 44 of the wires or strands 11 of the cable
bolt to the resin seal 29. The resin is quick curing and once cured further rotation
of the cable bolt is prevented. Thus, the cable bolt is then secured in the bore hole
21 at the upper end 42 and the lock nut 18 is tightened to force the bearing plate
19 against the mine roof. Once the required tension in the cable bolt has been reached,
the mine roof is secured. If the cable bolt is to be grouted over its entire length,
grouting is pumped via the grout tube 26 until it fills the bore hole and all the
spaces surrounding the strands 11 up to the resin seal 29. During the first application
of this process where the grout is first pumped through annular cavity 34, air is
bled from the bore hole via the hollow central tube 12 and since this central tube
12 extends outwardly through the drive nut 27 at the bottom of the cable bolt, evidence
that grouting has been completed occurs when the grouting appears at the bottom of
the central member 12. Installation is then complete.
[0030] As indicated previously, in an alternative embodiment where the cable bolt is not
to be grouted into the hole, the central hollow tube 12 may be replaced by a solid
wire or strand.
[0031] FIGURE 4 shows an alternative form of the cable bolt where the strands 11 assume
a helical path around a central strand which is not evident in the FIGURE. The degree
of helical twisting of the strands is relatively slight.
[0032] It should be evident from the description hereinabove that the cable bolt of the
present invention provides advantages over existing cable bolts. For example, the
cylindrical sleeve 17 provides continuous thread for the lock nut 18 and because of
its larger diameter, it is able to withstand much higher forces than previous lock
nuts and therefore it is possible to have a bottom end termination which can withstand
forces equal to or greater than the minimum tensile capacity of the cable bolt. Whilst
it necessitates the reaming of a larger diameter portion at the bottom of the bore
hole 21, this is not a detrimental requirement. Furthermore, by providing in one application
an air bleed tube along the central axis of the cable bolt, it achieves the two purposes
of providing means for supporting the spacers 14 as well as means for allowing air
to be discharged from the bore hole 21.
1. A cable bolt (10) comprising a plurality of generally closely spaced elongate wires
or strands (11), said wires or strands (11) having a first end (44) adapted for fitting
into a bore hole and a second end being terminated within a cylindrical sleeve (17),
said cylindrical sleeve having a threaded external surface to receive a lock nut (18)
for tightening against a bearing plate (19) so as to tension said cable bolt (10),
characterised in that the termination of said second end of wires or strands (11) comprises a transverse
plate having individual termination holes for each of said wires or strands (11) and
wherein said wires or strands (11) pass through respective individual termination
holes and said each wire or strand (11) has an enlarged head which is larger than
the diameter of said respective termination holes whereby said each wire or strand
(11) cannot be withdrawn from said respective individual termination holes.
2. A cable bolt (10) according to claim 1 wherein said wires or strands (11) are separated
outwardly from a central longitudinal axis of said cable bolt (10) at discrete spaced
locations along the length of said cable bolt (10) to provide a bird-cage shaped structure
(13) at each location.
3. A cable bolt (10) according to claim 2 wherein a plurality of spacers (14) are provided
at said discrete spaced locations to cause said wires or strands (11) to spread outwardly
and form said bird-cage shaped structure (13) .
4. A cable bolt (10) according to claim 3 wherein a central elongate tubular member (12)
extends along said central longitudinal axis through said cylindrical sleeve (17)
and through said spacers (14) whereby each of said spacers (14) has an aperture through
which said tubular member (12) passes.
5. A cable bolt (10) according to claim 4 having a resin seal (29) provided at a spaced
location from said first end (44) of said wires or strands (11), said resin seal (29)
preventing resin from passing downwardly below said resin seal, said resin being used
to bond said first end (44) to a wall of said bore hole formed prior to inserting
said cable bolt (10).
6. A cable bolt (10) according to claim 5 wherein said resin seal (29) comprises a second
sleeve that fits over said wires or strands (11).
7. A cable bolt (10) according to claim 6 wherein said central elongate tubular member
(12) is hollow and terminates at an upper end in said resin seal (29).
8. A cable bolt (10) according to claim 7 wherein said lock nut (18) has a connection
for receiving a grout tube (26), said connection providing access to an annular chamber
formed within said lock nut (18).
9. A cable bolt (10) according to claim 8 wherein said annular chamber, in use, bears
against said bearing plate (19) .
10. A cable bolt (10) according to claim 9 wherein said bearing plate (19) has a bore
therethrough which is greater in diameter than the outer diameter of said cylindrical
sleeve (17) whereby said annular chamber is open to a space between said cable bolt
(10) and said wall of said bore hole, whereby grout is pumped through said grout tube
(26) and enters said bore hole.
11. A cable bolt (10) according to claim 10 wherein said elongate tubular member (12)
provides an air bleed to remove air from said bore hole when grout is being pumped
into said bore hole.
12. A cable bolt (10) according to claim 2 wherein said wires or strands (11) are straight
and parallel to said central longitudinal axis between each bird-cage shaped structure
(13).
13. A cable bolt (10) according to any preceding claim having coupling means adapted to
fit a lower end of said cylindrical sleeve (17) for rotating said cable bolt (10).
14. A cable bolt (10) according to claim 13, wherein said coupling means has an external
portion which is threaded and adapted to engage an internal thread of said cylindrical
sleeve (17) such that upon such engagement and rotation of said coupling means a position
of said coupling means is reached where further rotation results in rotation of said
cable bolt (10).
15. A cable bolt (10) according to claim 1 wherein said wires or strands (11) have a slight
helical configuration over the length of said cable bolt (10).
16. A cable bolt (10) according to claim 1 and further comprising coupling means adapted
to fit a lower end of said cylindrical sleeve (17) for the purpose of rotating said
cable bolt (10), said coupling means including an external portion which is threaded
and adapted to engage an internal thread of said cylindrical sleeve (17) such that
upon such engagement and rotation of said coupling means a position of said coupling
means is reached where further rotation results in rotation of said cable bolt (10),
wherein said coupling means has a connection for receiving a grout tube (26), said
coupling means connection providing access to an annular cavity formed within said
coupling means and surrounding a hollow central tubular member (12).
17. A cable bolt (10) according to claim 16 wherein said annular cavity extends through
said cylindrical sleeve (17) and said bearing plate (19), said bearing plate (19)
having a bore therethrough which is greater in diameter than the outer diameter of
said cylindrical sleeve (17), said annular cavity being open to a space between said
cable bolt (10) and said wall of said bore hole, whereby grout is pumped through said
grout tube (26) and enters said bore hole.
18. A cable bolt (10) according to claim 17 wherein said hollow tubular member (12) acts
as an air bleed to remove air from said bore hole when grout is being pumped into
said bore hole.
19. A cable bolt (10) according to any preceding claim wherein said bearing plate (19)
has a trumpet-shaped member (20) welded thereto, said trumpet-shaped member (20) comprising
a stepped cylindrical tube and adapted to extend a short distance into said bore hole.
20. A cable bolt (10) according to claim 19 further including one or more collar pipes
adapted to be inserted into an upper end of said cylindrical sleeve (17) so as to
provide stiffening to said first end (44) of said wires or strands (11).
21. A cable bolt (10) according to claim 1 wherein the cable bolt (10) is adapted for
use in an excavation and the first end (44) of said wires or strands (11) is adapted
for fitting into a bore hole formed in said excavation and the second end is adapted
for bearing against the excavation surface, wherein the terminal region of said second
end of said wires or strands (11) terminates in said cylindrical sleeve (17) having
a threaded external surface adapted to cooperate with said threaded lock nut (18)
for tightening said cable bolt (10) against said excavation.
22. A cable bolt (10) according to claim 13, when dependent on claim 7, wherein said coupling
means has an external portion which is threaded and adapted to engage an internal
thread of said cylindrical sleeve (17) such that upon such engagement and rotation
of said coupling means a position of said coupling means is reached where further
rotation results in rotation of said cable bolt (10), wherein said coupling means
has a connection for receiving a grout tube (26) and connecting said grout tube (26)
to said hollow central tubular member (12) such that grout is pumped through said
grout tube (26) and enters said hollow central tubular member (12).
23. A cable bolt (10) according to claim 22 wherein said grout after filling said hollow
central tubular member (12) exits said member and enters said bore hole.
1. Seilbefestigungsbolzen (10), der mehrere im wesentlichen eng nebeneinander angeordnete
langgestreckte Drähte oder Seile (11) aufweist, wobei die Drähte oder Seile (11) ein
erstes Ende (44) aufweisen, das in eine Bohrung einführbar ist, und ein zweites Ende
aufweisen, das in einer zylindrischen Hülse (17) endet, wobei die genannte zylindrische
Hülse eine mit einem Gewinde versehene Außenfläche aufweist, um eine Befestigungsmutter
(18) zum Befestigen an einer Lagerplatte (19) aufzunehmen, so dass der genannte Seilbefestigungsbolzen
(10) gespannt wird, dadurch gekennzeichnet, dass der Abschlussbereich des genannten zweiten Endes der Drähte oder Seile (11) eine
Querplatte aufweist, die einzelne Abschlussbohrungen für jeden der Drähte oder jedes
der Seile (11) aufweist, wobei die genannten Drähte oder Seile (11) sich durch die
entsprechenden einzelnen Abschlussbohrungen hindurch erstrecken und jeder der genannten
Drähte oder jedes der genannten Seile (11) einen vergrößerten Kopf aufweist, der größer
als der Durchmesser der genannten entsprechenden Abschlussbohrungen ist, so dass jeder
der genannten Drähte oder jedes der genannten Seile (11) aus den genannten entsprechenden
einzelnen Abschlussbohrungen nicht herausgezogen werden kann.
2. Seilbefestigungsbolzen (10) nach Anspruch 1, dadurch gekennzeichnet, dass an diskret beabstandeten Stellen entlang des genannten Seilbefestigungsbolzens (10)
die genannten Drähte oder Seile (11) von einer zentralen Längsachse des genannten
Seilbefestigungsbolzens (10) nach außen voneinander getrennt sind, um an jeder Stelle
eine vogelkäfigförmige Struktur (13) vorzusehen.
3. Seilbefestigungsbolzen (10) nach Anspruch 2, dadurch gekennzeichnet, dass mehrere Abstandshalter (14) an den genannten diskret beabstandeten Stellen vorgesehen
sind, um die genannten Drähte oder Seile (11) nach außen zu verteilen und die genannte
vogelkäfigförmige Struktur (13) zu bilden.
4. Seilbefestigungsbolzen (10) nach Anspruch 3, dadurch gekennzeichnet, dass ein zentrales, langgestrecktes, rohrförmiges Teil (12) sich entlang der genannten
zentralen Längsachse durch die genannte zylindrische Hülse (17) und die genannten
Abstandshalter (14) hindurch erstreckt, wobei jeder der genannten Abstandshalter (14)
eine öffnung aufweist, durch die das genannte rohrförmige Teil (12) verläuft.
5. Seilbefestigungsbolzen (10) nach Anspruch 4, dadurch gekennzeichnet, dass im Abstand vom genannten ersten Ende (44) der genannten Drähte oder Seile (11) eine
Kunstharzdichtung (29) vorgesehen ist, wobei die genannte Kunstharzdichtung (29) ein
Herunterlaufen des Harzes unter die genannte Kunstharzdichtung verhindert und wobei
das Harz zum Verkleben des genannten ersten Endes (44) mit einer Wand der genannten
Bohrung verwendet wird, die vor dem Einführen des genannten Seilbefestigungsbolzens
(10) gebildet wird.
6. Seilbefestigungsbolzen (10) nach Anspruch 5, dadurch gekennzeichnet, dass die genannte Kunstharzdichtung (29) eine zweite Hülse aufweist, die über die genannten
Drähte oder Seile (11) gestülpt ist.
7. Seilbefestigungsbolzen (10) nach Anspruch 6, dadurch gekennzeichnet, dass das zentrale, langgestreckte, rohrförmige Teil (12) hohl ist und an einem oberen
Ende in der genannten Kunstharzdichtung (29) endet.
8. Seilbefestigungsbolzen (10) nach Anspruch 7, dadurch gekennzeichnet, dass die Befestigungsmutter (18) einen Anschluss zur Aufnahme eines Einspritzrohrs (26)
aufweist, wobei der Anschluss einen Zugang zu einer ringförmigen Kammer ermöglicht,
die in der genannten Befestigungsmutter (18) ausgebildet ist.
9. Seilbefestigungsbolzen (10) nach Anspruch 8, dadurch gekennzeichnet, dass die genannte ringförmige Kammer im Betrieb an der Lagerplatte (19) anliegt.
10. Seilbefestigungsbolzen (10) nach Anspruch 9, dadurch gekennzeichnet, dass die Lagerplatte (19) eine durchgehende Bohrung aufweist, deren Durchmesser größer
als der Außendurchmesser der zylindrischen Hülse (17) ist, wobei die genannte ringförmige
Kammer zu einem Raum zwischen dem genannten Seilbefestigungsbolzen (10) und der genannten
wand der genannten Bohrung hin offen ist und wobei Vergussmaterial durch das Einspritzrohr
(26) gepumpt wird und in die genannte Bohrung eintritt.
11. Seilbefestigungsbolzen (10) nach Anspruch 10, dadurch gekennzeichnet, dass das genannte langgestreckte, rohrförmige Teil (12) eine Entlüftung zum Entfernen
von Luft aus der genannten Bohrung bildet, wenn das Vergussmaterial in die Bohrung
gepumpt wird.
12. Seilbefestigungsbolzen (10) nach Anspruch 2, dadurch gekennzeichnet, dass zwischen jeder vogelkäfigförmigen Struktur (13) die genannten Drähte oder Seile (11)
gerade und parallel zur zentralen Längsachse verlaufen.
13. Seilbefestigungsbolzen (10) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass dieser ein Kupplungsmittel hat, das einpassbar in das untere Ende der genannten zylindrischen
Hülse (17) ist, um den genannten Seilbefestigungsbolzens (10) zu verdrehen.
14. Seilbefestigungsbolzen (10) nach Anspruch 13, dadurch gekennzeichnet, dass das genannte Kupplungsmittel einen äußeren Abschnitt aufweist, der mit einem Gewinde
versehen ist und derart eingerichtet ist, dass er mit einem Innengewinde der zylindrischen
Hülse (17) derart in Eingriff gelangt, dass bei einem solchen Ineingriffbringen und
einem Verdrehen des genannten Kupplungsmittels eine Position des genannten Kupplungsmittels
erreicht wird, in der aus einem weiteren verdrehen ein Verdrehen des genannten Seilbefestigungsbolzens
(10) resultiert.
15. Seilbefestigungsbolzen (10) nach Anspruch 1, dadurch gekennzeichnet, dass die genannten Drähte oder Seile (11) über der Länge des genannten Seilbefestigungsbolzens
(10) eine leicht spiralförmige Konfiguration aufweisen.
16. Seilbefestigungsbolzen (10) nach Anspruch 1, der weiterhin ein Kupplungsmittel aufweist,
das in das untere Ende der genannten zylindrischen Hülse (17) zum Zweck des Verdrehens
des genannten Seilbefestigungsbolzens (10) einpassbar ist, wobei das genannte Kupplungsmittel
einen äußeren Abschnitt aufweist, der mit einem Gewinde versehen ist und derart eingerichtet
ist, dass er mit einem Innengewinde der zylindrischen Hülse (17) derart in Eingriff
gelangt, dass bei einem solchen Ineingriffbringen und einem Verdrehen des genannten
Kupplungsmittels eine Position des genannten Kupplungsmittels erreicht wird, in der
aus einem weiteren Verdrehen ein Verdrehen des genannten Seilbefestigungsbolzens (10)
resultiert, dadurch gekennzeichnet, dass das Kupplungsmittel einen Anschluss zur Aufnahme eines Einspritzrohrs (26) aufweist,
wobei der Anschluss des Kupplungsmittels einen Zugang zu einem ringförmigen Hohlraum
ermöglicht, der in dem genannten Kupplungsmittel ausgebildet ist und ein hohles zentrales
rohrförmiges Teil (12) umgibt.
17. Seilbefestigungsbolzen (10) nach Anspruch 16, dadurch gekennzeichnet, dass der ringförmige Hohlraum sich durch die genannte zylindrische Hülse (17) und die
genannte Lagerplatte (19) hindurch erstreckt, wobei die Lagerplatte (19) eine durchgehende
Bohrung aufweist, deren Durchmesser größer als der Außendurchmesser der zylindrischen
Hülse (17) ist, und wobei der genannte ringförmige Hohlraum zu einem Raum zwischen
dem genannten Seilbefestigungsbolzen (10) und der genannten Wand der genannten Bohrung
hin offen ist, wobei Vergussmaterial durch das Einspritzrohr (26) gepumpt wird und
in die genannte Bohrung eintritt.
18. Seilbefestigungsbolzen (10) nach Anspruch 17, dadurch gekennzeichnet, dass das hohle ringförmige Teil (12) als eine Entlüftung wirkt, um Luft aus der genannten
Bohrung zu entfernen, wenn das vergussmaterial in die genannte Bohrung gepumpt wird.
19. Seilbefestigungsbolzen (10) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Lagerplatte (19) ein mit ihr verschweißtes, trompetenförmiges Teil (20) aufweist,
wobei das trompetenförmige Teil (20) ein gestuftes zylindrisches Rohr aufweist und
so eingerichtet ist, um sich über eine kurze Distanz in die genannte Bohrung hineinzuerstrecken.
20. Seilbefestigungsbolzen (10) nach Anspruch 19, wobei der Seilbefestigungsbolzen (10)
weiterhin ein oder mehrere Bundrohre aufweist, die so eingerichtet sind, dass sie
in ein oberes Ende der genannten zylindrischen Hülse (17) eingeführt werden können,
um das genannte erste Ende (44) der genannten Drähte oder Seile (11) zu versteifen.
21. Seilbefestigungsbolzen (10) nach Anspruch 19, dadurch gekennzeichnet, dass der Seilbefestigungsbolzen (10) so eingerichtet ist, dass er in einer Ausschachtung
verwendet werden kann und das erste Ende der Drähte oder Seile (11) so eingerichtet
ist, dass es in eine in der Ausschachtung ausgebildete Bohrung eingelegt werden kann
und das zweite Ende so eingerichtet ist, dass es an die Ausschachtungsoberfläche angelegt
werden kann, wobei der Endbereich des zweiten Endes der genannten Drähte oder Seile
(11) in der zylindrischen Hülse (17) endet, die eine mit einem Gewinde versehene Außenfläche
aufweist, die so eingerichtet ist, dass sie mit der mit einem Gewinde versehenen Befestigungsmutter
(18) zusammenwirkt, um den genannten Seilbefestigungsbolzen (10) gegen die genannte
Ausschachtung festzuziehen.
22. Seilbefestigungsbolzen (10) nach Anspruch 13, wenn er vom Anspruch 7 abhängig ist,
dadurch gekennzeichnet, dass das genannte Kupplungsmittel einen äußeren Abschnitt aufweist, der mit einem Gewinde
versehen ist und so eingerichtet ist, dass er mit einem Innengewinde der zylindrischen
Hülse (17) derart in Eingriff gelangt, dass bei einem solchen Ineingriffbringen und
einem Verdrehen des genannten Kupplungsmittels eine Position des genannten Kupplungsmittels
erreicht wird, in der aus einem weiteren Verdrehen ein Verdrehen des genannten Seilbefestigungsbolzens
(10) resultiert, wobei das genannte Kupplungsmittel einen Anschluss zur Aufnahme eines
Einspritzrohrs (26) und zum verbinden des genannten Einspritzrohrs (26) mit dem genannten
hohlen, zentralen, rohrförmigen Teil (12) aufweist, derart, dass Vergussmaterial durch
das genannte Einspritzrohr (26) gepumpt wird und in das genannte hohle, zentrale,
rohrförmige Teil (12) eintritt.
23. Seilbefestigungsbolzen (10) nach Anspruch 22, dadurch gekennzeichnet, dass das genannte Vergussmaterial nach dem Füllen des hohlen, zentralen, rohrförmigen
Teils (12) aus diesem genannten Teil austritt und in die genannte Bohrung eintritt.
1. Boulon serre-câble (10) comprenant une pluralité de fils métalliques ou brins (11)
allongés, généralement étroitement espacés, lesdits fils métalliques ou brins (11)
ayant une première extrémité (44) adaptée à s'ajuster dans un trou de sondage et une
seconde extrémité se terminant à l'intérieur d'un manchon cylindrique (17), ledit
manchon cylindrique ayant une surface externe filetée pour recevoir un écrou de blocage
(18) se serrant contre une plaque d'appui (19) de manière à mettre sous tension ledit
boulon serre-câble (10), caractérisé en ce que la terminaison de ladite seconde extrémité des fils métalliques ou brins (11) comprend
une plaque transversale ayant des trous individuels de terminaison pour chacun desdits
fils métalliques ou brins (11), lesdits fils métalliques ou brins (11) passant au
travers des trous individuels de terminaison respectifs et chacun desdits fils métalliques
ou brins (11) ayant une tête élargie plus grande que le diamètre desdits trous de
terminaison respectifs, grâce à quoi chacun desdits fils métalliques ou brins (11)
ne peut être retiré desdits trous individuels de terminaison respectifs.
2. Boulon serre-câble (10) selon la revendication 1, dans lequel lesdits fils métalliques
ou brins (11) sont séparés vers l'extérieur depuis un axe longitudinal central dudit
boulon serre-câble (10) en des emplacements discrets, espacés le long de la longueur
dudit boulon serre-câble (10) pour réaliser, au niveau de chaque emplacement, une
structure (13) conformée en cage à oiseaux.
3. Boulon serre-câble (10) selon la revendication 2, dans lequel une pluralité d'espaceurs
(14) est fournie auxdits emplacements discrets espacés de telle sorte que lesdits
fils métalliques ou brins (11) se déploient vers l'extérieur et forment ladite structure
(13) conformée en cage à oiseaux.
4. Boulon serre-câble (10) selon la revendication 3, dans lequel un élément tubulaire
(12) allongé, central, s'étend le long dudit axe longitudinal, central, au travers
dudit manchon cylindrique (17) et au travers desdits espaceurs (14), grâce à quoi
chacun desdits espaceurs (14) a une ouverture au travers de laquelle passe ledit élément
tubulaire (12).
5. Boulon serre-câble (10) selon la revendication 4, ayant un joint à résine (29) fourni
en un emplacement espacé depuis ladite première extrémité (44) desdits fils métalliques
ou brins (11), ledit joint à résine (29) empêchant de la résine de passer vers le
bas en dessous dudit joint à résine, ladite résine étant utilisée pour lier ladite
première extrémité (44) à une paroi dudit trou de sondage formé avant d'insérer ledit
boulon serre-câble (10).
6. Boulon serre-câble (10) selon la revendication 5, dans lequel ledit joint à résine
(29) comprend un second manchon qui s'adapte sur lesdits fils métalliques ou brins
(11).
7. Boulon serre-câble (10) selon la revendication 6, dans lequel ledit élément tubulaire
(12) allongé, central, est creux et se termine à une extrémité supérieure dans ledit
joint à résine (29).
8. Boulon serre-câble (10) selon la revendication 7, dans lequel ledit écrou de blocage
(18) a un raccordement pour recevoir un tube à coulis au ciment (26), ledit raccordement
fournissant un accès à une chambre annulaire formée à l'intérieur dudit écrou de blocage
(18).
9. Boulon serre-câble (10) selon la revendication 8, dans lequel ladite chambre annulaire
s'appuie, en service, contre ladite plaque d'appui (19).
10. Boulon serre-câble (10) selon la revendication 9, dans lequel ladite plaque d'appui
(19) a un alésage traversant, plus grand en diamètre que le diamètre externe dudit
manchon cylindrique (17), grâce à quoi ladite chambre annulaire est ouverte sur un
espace entre ledit boulon serre-câble (10) et ladite paroi dudit trou de sondage,
grâce à quoi du coulis au ciment est pompé au travers dudit tube à coulis au ciment
(26) et pénètre dans ledit trou de sondage.
11. Boulon serre-câble (10) selon la revendication 10, dans lequel ledit élément tubulaire
allongé (12) réalise une purge d'air pour éliminer l'air dudit trou de sondage quand
le coulis au ciment est en cours de pompage jusque dans ledit trou de sondage.
12. Boulon serre-câble (10) selon la revendication 2, dans lequel lesdits fils métalliques
ou brins (11) sont droits et parallèles audit axe longitudinal, central, entre chaque
structure (13) conformée en cage à oiseaux.
13. Boulon serre-câble (10) selon l'une quelconque des revendications précédentes, ayant
un moyen d'accouplement adapté à s'ajuster à une extrémité inférieure dudit manchon
cylindrique (17) pour mettre en rotation ledit boulon serre-câble (10).
14. Boulon serre-câble (10) selon la revendication 13, dans lequel ledit moyen d'accouplement
a une portion externe filetée et adaptée à venir en prise avec un filetage interne
dudit manchon cylindrique (17) de telle sorte que, par une telle venue en prise et
une telle rotation dudit moyen d'accouplement, on atteint une position dudit moyen
d'accouplement telle qu'une rotation supplémentaire a pour résultat la rotation dudit
boulon serre-câble (10).
15. Boulon serre-câble (10) selon la revendication 1, dans lequel lesdits fils métalliques
ou brins (11) ont une configuration légèrement hélicoïdale sur la longueur dudit boulon
serre-câble (10).
16. Boulon serre-câble (10) selon la revendication 1, comprenant, en outre, un moyen d'accouplement
adapté à s'ajuster à une extrémité inférieure dudit manchon cylindrique (17) dans
le but de faire tourner ledit boulon serre-câble (10), ledit moyen d'accouplement
incluant une portion externe filetée et adaptée à venir en prise avec un filetage
interne dudit manchon cylindrique (17) de telle sorte que, par une telle venue en
prise et une telle rotation dudit moyen d'accouplement, on atteint une position dudit
moyen d'accouplement telle qu'une rotation supplémentaire a pour résultat une rotation
dudit boulon serre-câble (10), ledit moyen d'accouplement ayant un raccordement pour
recevoir un tube à coulis au ciment (26), ledit raccordement du moyen d'accouplement
fournissant un accès à une cavité annulaire formée à l'intérieur dudit moyen d'accouplement
et entourant un élément tubulaire (12) central, creux.
17. Boulon serre-câble (10) selon la revendication 16, dans lequel ladite cavité annulaire
s'étend au travers dudit manchon cylindrique (17) et de ladite plaque d'appui (19),
ladite plaque d'appui (19) ayant un alésage traversant, supérieur en diamètre au diamètre
externe dudit manchon cylindrique (17), ladite cavité annulaire étant ouverte sur
un espace entre ledit boulon serre-câble (10) et ladite paroi dudit trou de sondage,
grâce à quoi le coulis au ciment est pompé au travers dudit tube à coulis au ciment
(26) et pénètre dans ledit trou de sondage.
18. Boulon serre-câble (10) selon la revendication 17, dans lequel ledit élément tubulaire
creux (12) agit comme une purge d'air pour éliminer l'air dudit trou de sondage quand
du coulis au ciment est en cours de pompage jusque dans ledit trou de sondage.
19. Boulon serre-câble (10) selon l'une quelconque des revendications précédentes, dans
lequel ladite plaque d'appui (19) a un élément conformé en trompette (20) soudé à
elle, ledit élément conformé en trompette (20) comprenant un tube cylindrique étagé
et adapté à s'étendre sur une courte distance à l'intérieur dudit trou de sondage.
20. Boulon serre-câble (10) selon la revendication 19, incluant, en outre, une ou plusieurs
conduites à collet adaptées à être insérées à l'intérieur d'une extrémité supérieure
dudit manchon cylindrique (17) de façon à raidir ladite première extrémité (44) desdits
fils métalliques ou brins (11).
21. Boulon serre-câble (10) selon la revendication 1, dans lequel le boulon serre-câble
(10) est adapté à être utilisé dans une excavation, la première extrémité (44) desdits
fils métalliques ou brins (11) est adaptée à s'ajuster à l'intérieur d'un trou de
sondage formé dans ladite excavation et la seconde extrémité est adaptée à s'appuyer
contre la surface d'excavation, la région terminale de ladite seconde extrémité desdits
fils métalliques ou brins (11) qui se termine dans ledit manchon cylindrique (17)
ayant une surface externe filetée adaptée à coopérer avec ledit écrou de blocage fileté
(18) pour bloquer ledit boulon serre-câble (10) contre ladite excavation.
22. Boulon serre-câble (10) selon la revendication 13, quand elle est dépendante de la
revendication 7, dans lequel ledit moyen d'accouplement a une portion externe filetée
et adaptée à venir en prise avec un filetage interne dudit manchon cylindrique (17)
de telle sorte que, par une telle venue en prise et une telle rotation dudit moyen
d'accouplement, on atteint une position dudit moyen d'accouplement telle qu'une rotation
supplémentaire a pour résultat une rotation dudit boulon serre-câble (10), ledit moyen
d'accouplement ayant un raccordement pour recevoir un tube à coulis au ciment (26)
et raccordant ledit tube à coulis au ciment (26) audit élément tubulaire (12) central,
creux, de telle sorte que le coulis au ciment est pompé au travers dudit tube à coulis
au ciment (26) et pénètre dans ledit élément tubulaire (12) central, creux.
23. Boulon serre-câble (10) selon la revendication 22, dans lequel coulis au ciment, après
avoir rempli ledit élément tubulaire (12) central, creux, ledit coulis au ciment sort
dudit élément et pénètre dans ledit trou de sondage.